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W. <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />g <br />STEEL REINFORCING IN GROUTED <br />`� <br />STEEL REINFORCING IN GROUTED <br />— - <br />_ <br />CELL SEE PLAN FOR SIZE AND <br />< a� <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />v <br />0- <br />}t <br />SPACING REQUIREMENTS <br />¢ <br />a_ <br />W <br />a <br />m U <br />W_ <br />�— <br />T` <br />GARAGE DOOR <br />RECESS <br />�O <br />¢0. <br />I ar FM <br />° <br />g5 <br />cr 0.0) Z <br />8' CMU WALL <br />O <br />8' CMU WALL <br />I I ° C CORNER BARS, SAME SIZE AS LARGER BAR <br />W W B' <br />+- <br />IN FOUNDATION WITH 30' LEG EACH <br />O°°III <br />w U <br />+- 014 <br />d. ,JI WAY AT ALL CHANGES IN DIRECTIONS <br />•"( <br />cb dt <br />TOP OF SLAB <br />_ TOP OF SLAB <br />I ° SO THAT THE STEEL REINF. IS CONTINUOUS <br />. <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />° <br />a <br />EXT. PORCH SLAB <br />will. ISOLATION � �' <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4• CHAMFER(1STORY) <br />18' <br />- <br />EXT. PORCH SLAB <br />- VA I S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4- CHAMFER (1STORY) <br />a <br />°,� <br />° - a. CONTINUOUS STEEL MENT SEE <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />�/?'1I�C <br />L MASONRY <br />UNITS SET <br />�0. AT ELEV: <br />--., <br />JOINT (WHERE B <br />8' CHAMFER [2-STORY) <br />*4 P4• <br />W/ I. ISOLATION <br />a' 6' CHAMFER (2-STORY) <br />0'-01 <br />APPLICABLE) Z. <br />SEE SCHEDULE #5 30' <br />JOINT (WHERE <br />APPLICABLE) <br />•, ► EE SCHEDULE <br />a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />36' <br />_ <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />k7 as <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie.2 TO 3, PROVIDE 2 BARS), LINO <br />1`,1EXTERIOR MONO -FOOTING <br />%EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />L SCALE:&4'=1'-0• <br />` <br />@GARAGE SCALE: 3/4'=1'-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 <br />SCALE: 3/4'=V-0' <br />SCALE: 3/4'=V-0' <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN. OF 48- —�-� <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM. HEIGHT <br />EI <br />NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />W <br />O 0_ I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />7 co NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/ W' WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />a. SECURED W/ 2- PART <br />0: g <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/1od MASONRY <br />2' CAPPED <br />0. EPDXY. MIN. EMBED <br />EPDXY 5-1/2' EMBED. MIN. 018' OC <br />GALVANIZED PIPE <br />Q 6', UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE 0 BASE <br />Q FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />o <br />N ¢ I <br />= M USE AND <br />ANCHORS W/ 10d x 1 1/2' <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />0PREPARATION OF <br />HOLE. <br />HOLES, DO NOT USE 10d W <br />W UPLIFT IS PRESENT. <br />0: <br />x 3• C: SEE SLAB SCHEDULE <br />¢ SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />w <br />Q <br />Q <br />SLAB W/(4) 1/4' X 2 114' <br />'vq �° 0 - <br />+- 0'-0' <br />+TOP - 0' -0' <br />TAPCONS <br />QQ <br />TOP OF SLAB <br />Of SLAB <br />4' CHAMFER (I -STORY) <br />6- CHAMFER (2-STORY) <br />- <br />EQ. EQ. EE SCHEDULE <br />EQ, EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />_- <br />6 <br />MONOLITHIC FOUNDATION <br />3CALE:34'=1'-0' (W� UPLIFT] <br />30ALE y`='`0 (NO UPLIFT) <br />SCALE: 3�4'=1'-0' <br />SCALE: 3/4'=l'-0• <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4- O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2X4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />Q <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/i Dd MASONRY NAIL <br />0/C STAGGERED. <br />16' <br />m W <br />ADDITIONALMETAL <br />CONNECTORS NOT <br />U <br />REQUIRED WHEN NO <br />Cr a. <br />UPLIFT IS PRESENT. <br />SEE SLAB SCHEDULE <br />O <br />2! <br />8' CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />8- CMU FILLED CELL (TYP.) <br />2X WALL FRAMING <br />B' VARIED B' <br />9' D• <br />- TOP OF SLAB <br />I a <br />I <br />70P OF SLAB <br />-a • <br />Z <br />? <br />SEE SLAB SCHEDULE <br />a <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />a <br />g <br />'ISOLATED' COLUMN PAD <br />° • CENTERED UNDER WALL AND <br />GROUTED CELL, 4' FROM ENDS AND <br />IW O.C. VERTICALLY MAX <br />�(c <br />POURED MONOLITHICALLY WITH <br />T� <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />3 SEE SCHEDULE <br />WW <br />f1/ 9-CONT. n L 2 <br />FOR WxD, BAR SIZE <br />/ FOR WxD, BAR SIZE <br />s <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />>r <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />1"=��-o• <br />s <br />9 B°ALE: y4'=''-°' NO UPLIFTBLOCK <br />( ) <br />10 <br />FOOTING AND COL. PADSCALE: <br />WALL CONNECTION <br />SCALE: 3/4•=1'-0'01-- <br />SCALE: 3/4'=1'-0' <br />A R C N I T L B T• <br />6 <br />GroulL�. <br />44i N. RONALD REAGAN BLV <br />LONGWOOD, FL 32780 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abd"gngroup.com <br />AA M: 0003326 <br />DRAFTING Ii <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813$66.2628 <br />FAX: 819.886.2802 <br />